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Wall framing by others <br /> Sill plate by others w/1/2" <br /> diameter anchor bolts wl 7" <br /> minimum embed&standard <br /> washers @ 72"o.c.max or <br /> equivalent metal strap anchors <br /> �!-Grade to be at least 6"below top <br /> of wall <br /> (1)#4 continuous horizontal bar <br /> wlin 18"of top of wal! <br /> � ______--- 6"minimum thick cast-in-place <br /> s concrete wall <br /> � <br /> #4 x 2'-0"long centered <br /> dowels w/5"minimum embed <br /> wet set or epoxy grouted in Footing elevation may vary below <br /> place slab,provide frost protection per <br /> �'waU�oacina: Code <br /> 36"o.c.max for sand,30"o.c. / 8"thick x 16"wide minimum <br /> max for SC,&24"o.c.max for j" unreinforced concrete strip <br /> clay � footing, larger footing width may <br /> 8'+waM swcirta• be required for specific soil <br /> 48"o.c.max for sand,42"o.c. bearing conditions to be <br /> max for SC,&36"o.c.max for determined per Code by others <br /> clay <br /> �OOK4UT WALL DETAIL <br /> Osw�ll Engkwe�ing and Consultlnp.L.L.C. 1901 E He�x�tpM Avs,�201 ..4r.•,�' ,a:•� :� . <br /> Project Name: 2015 Standardized Concrete Foundation Drawings Mk�eapolb,MN'�b41S r� _• <br /> Description: Lookout Wall Detail(NOT TO SCALE) Plwnr 81Z-720-4839 ,4?! `< <br /> Project# 14.100 Fax:812-d88-2988 `� '�` <br /> Client Name: Manor Concrete Construction,Inc. �w•osw���•� .'.• '' <br /> Client Address: �1225 90th Ave N Ma le Grove MN 55369 Page S5 of S6 .{:���`:� :�-'-}. <br /> 1124/2015 <br />